Kattedan Industrial Area Remediation Plan

8/17/2019 Kattedan Industrial Area Remediation Plan

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A

KadamEnvironmental

Consultants

Andhra Pradesh Pollution Control

Board - APPCB

Consultancy Services for

Remediation of Noor Mohammed

Kunta, Kattedan Industrial Area

(KIE) in Rangareddy District,

Andhra Pradhesh

Sampling Protocol (final)

April 2012


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A

KadamEnvironmental

Consultants

Andhra Pradesh Pollution Control

Board - APPCB

Consultancy Services for

Remediation of Noor Mohammed

Kunta, Kattedan Industrial Area

(KIE) in Rangareddy District,

Andhra Pradhesh

Sampling Protocol (final)

April 2012

reference project code status

IND50-1/berr9/066 IND50-1 final version

project manager project director date

M. van der Wijk BSc W. Hendriks MSc April 11, 2011

authorisation name initials

approved M. van der Wijk BSc

The Quality management system of Witteveen+Bos has been approved based on ISO 9001.

© Witteveen+Bos

Witteveen+Bos India

Level 1, Midtown Building

Road No. 1, Banjara Hills

Hyderabad - 500 034

India

telephone +91 40 4433 4140

fax message +91 40 4433 4444

www.witteveenbos.com

No part of this publication may be reproduced or published by means of printing,photocopying, microfilming or by any other means, without the prior permission ofWitteveen+Bos Consulting engineers, nor without such permission, may it be used for anyother purpose than that for which it was produced.


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INDEX P.

1. INTRODUCTION 1 1.1. Background 1 1.2. General objective of the ‘Sampling Protocol’ 1 1.3. Time frame 2 1.4. Scope of the Sampling Protocol 2 1.5. Used guidelines 2 1.6. Set-up of the report 3 1.7. Quality system 3

2. GENERAL SITE DESCRIPTION 5 2.1. Introduction 5 2.2. Site description 5

2.2.1. Lake NMK 5 2.2.2. KIE 6 2.2.3. Plains downstream 8

2.2.4. STP – HMD (including collector) 8

2.3. Geological and (geo)hydrological description 9 2.4. History of the site 11 2.5. Draft conceptual site model 11

3. INVESTIGATION STRATEGY 15 3.1. International guidelines 15 3.2. Handbook Soil, Groundwater and Aquatic Sediment Survey 15 3.3. Step by step process 16

4. FIELD WORK PLAN 17 4.1. Introduction 17

4.2. Inventories 17 4.2.1. Present wells in the investigated area 17 4.2.2. Open drains in KIE 17 4.2.3. Polluting sources open areas in KIE 18 4.2.4. Polluting activities at the industrial plots at KIE 18

4.3. Topographic survey 19 4.4. Field work investigation at KIE 19

4.4.1. Open drains 19 4.4.2. Open areas 19 4.4.3. Industrial plots 20

4.5. Field work plan at Lake NMK 21 4.5.1. Sediment Lake NMK 21

4.5.2. Surface water 23 4.5.3. Drillings 23 4.5.4. Groundwater 23 4.5.5. In- and outlets 24 4.5.6. Covered dumpsite at the south western part of Lake NMK 24

4.6. Field work investigation at plains downstream 24 4.6.1. Sediments 24 4.6.2. Surface water 24 4.6.3. Groundwater 24

4.7. Investigation carried out by APPCB 25 4.7.1. Water quality of inlets Lake NMK 25 4.7.2. Bio monitoring 25


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4.8. Handling of samples 25 4.9. Field work gear 26

5. LABORATORY PLAN 29 5.1. Introduction 29 5.2. Laboratories 29 5.3. Analytical program 30

6. DETAILED SAMPLING AND ANALYSIS PROGRAMME 31

7. HEALTH & SAFETY PLAN 41 7.1. Standard procedures 41

7.1.1. Introduction 41 7.1.2. Training 41 7.1.3. Toolbox meetings 41 7.1.4. Job safety analysis - JSA 41

7.2. Health & Safety risks 41

7.3. Health & Safety gear 45

7.3.1. Introduction 45 7.3.2. Standard personal safety gear and hygiene 45 7.3.3. Specific safety gear and hygiene 45 7.3.4. Respiratory protection 45

7.4. Emergency plan 45 7.4.1. Emergency calls 45 7.4.2. Hospitals and ANGR Agricultural University 46 7.4.3. First aid kit 46

7.5. Registration 47

8. WORK SCHEDULE AND PEOPLE INVOLVED 49

8.1. Time schedule 49 8.2. List of persons involved 49

last page 49 APPENDICESI Checklist site assessment for industrial sites at KIEII Certificates sub contractorsIII Inventory mapsIV Sampling mapsV Checklist field work equipmentVI Field work forms

VII Health & Safety formsVIII Additional information Health & Safety


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List of abbreviations

Countries and Government institutions/structures

APPCB Andhra Pradesh Pollution Control Board

APIIC Andhra Pradesh Industrial Infrastructure Corporation

CPCB Central Pollution Control Board

GoI Government of India

HMDA Hyderabad Metropolitan Development Authority

IMD India Meteorological Department

MoEF Ministry of Environment & Forests

NGRI National Geophysical Research Institute

NPRPS National Program for Rehabilitation of Polluted Sites

SPCS State Pollution Control Board

Other abbreviations

CoC Compounds of Concern

DNAPL Dense non-aqueous phase liquid

EPA Environmental Protection Agency

FTL Full Tank Level

H&S Health & Safety

m-bgl meters below ground level

m-swl meters below surface water level

KIA Kattedan Industrial AreaKIE Kattedan Industrial Estate

MLD Million Liters per Day

NEN Nederlandse Norm - Dutch guidelines

NMK Noor Mohammed Kunta

OCP Organochloro pesticides

PAH Polycyclic Aromatic Hydrocarbons

PCB Polychlorinated biphenyls

PSI Preliminary site investigation

RoP Request of Proposal

STP Sewage Treatment Plant

SQGL Soil Quality Guidelines Level

TDS Total Dissolve Solids

THV Treshold Value

TPH Total Petroleum Hydrocarbons

VOC Volatile organic carbons

WWTP Wastewater Treatment Plant


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Witteveen+Bos, IND50-1/berr9/066 final version dated April 11, 2011, Consultancy Services for Remediation of Noor Mohammed Kunta,Kattedan Industrial Area (KIE) in Rangareddy District, Andhra Pradhesh

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1. INTRODUCTION

1.1. Background

GeneralThe Ministry of Environment & Forests ([MoEF), Government of India (GoI) has received aloan from the International Bank of Reconstruction and Development for the World Bankaided Capacity Building for Industrial Pollution Management Project (CBIPMP) forstrengthening the environment management capacity of Central and State level regulatoryauthorities with emphasis on rehabilitation of polluted sites. The Andhra Pradesh PollutionControl Board (APPCB) which is the implementing agency for the State of Andhra Pradeshintends to apply part of the proceeds of this loan to payment under the contract forproviding consulting services for ‘Assessment of Contamination, Design of RemediationPlan and Supervision of Remediation Activities for Noor Mohammed Kunta Site atHyderabad’.

Andhra Pradesh

The APPCB has sanctioned a 2 to 3 years pilot project funded by the World Bank for twoareas, Noor Mohammed Kunta Lake (Lake NMK) in Hyderabad and a municipal dumpsite

in Ukkayapalli, Kadapa. The earlier conducted Environment and Social Assessment studyin these areas with the assistance of the ministry of environment has revealed the following

facts for the Noor Mohammed Kunta site:- Both surface and ground water quality has deteriorated due to discharge of untreated

industrial effluents.- Quantities of hazardous wastes are illegally dumped outside industrial estates, on

abandoned public lands, and within privately owned lands.- There are no estimates available with the SPCB regarding the quantity and nature of

the hazardous wastes in such dumps.- Lakes, industrial cluster areas, municipal dumping yards, and bio-medical waste sites

are considered to be the dirtiest places.- Environmentalists and health experts say it is not an easy task to clean up the highly

polluted areas as the ground and surface water are highly contaminated as is the soiland sediment in the lake.

- Total Dissolve Solids (TDS) in ground water samples was way above the permissiblelimit of 2,000 mg/l.

- The hardness of the ground water sample was significantly higher than the desirablelimit of 300 mg/l and the permissible limit of 500 mg/l.

- Chlorides and sulphates in the ground water were in excess of the desired limits.- The APPCB found various heavy metals in the lake water.- Cadmium concentration exceeded desirable limits and lead and copper levels were

high.

- Bore well water in the monsoon season showed significant concentration of lead andsoil samples showed high levels of heavy metals.

1.2. General objective of the ‘Sampling Protocol’

Based on the results of the submitted Inception Report (final) with reference IND50-1/berr9/065 dated 30 March 2012 and the Preliminary Site Assessment Report (final) withreference IND50-1/berr9/067 dated 11 April 2012 this report describes the protocol and

plan elaborated during task 2 of the project towards achieving the objective as written in theToR:


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“A detailed sampling protocol aimed at assessing the contamination level of the site and toestablish the baseline environmental status of the project area, shall be developed. Theprotocol shall include parameters for analysis, sampling frequency (number of seasons),number of samples, etc and shall be submitted for approval by APPCB”.

The sampling protocol will include appropriate Health & Safety (H&S) measures. Theprotocol will be the basis for Consultants activities performed during task 3 (Assessment ofSite Contamination Levels).

In addition to this protocol the Consultant will elaborate in a separate document StandardOperational Procedures (SOPs). Those procedures will clearly present the criteria forsampling, the methods of sampling, methods of preservation and transport to the lab andanalytical procedures / techniques to be adopted. Aforementioned procedures are basedon the below mentioned guidelines.

1.3. Time frame

This report presents the sampling protocol for the post monsoon period(November 2011 and January 2012). In November 2011 a major part of the proposed

sampling activities in this protocol were carried out. The remaining activities will beconducted during the January 2012 sampling period. Were appropriate additional sampling

activities will be identified on the basis of new information and the first analytical results.This additional activities will be discussed with the Client before actual execution and will

be reported in a separate memorandum once approved by the Client.

In a later stage, an addendum to the report will be prepared for the specific activities duringthe pre monsoon period, which is foreseen to be carried out around April 2012 (addendumII).

1.4. Scope of the Sampling Protocol

The Sampling Protocol for the post monsoon period will in general cover the followingactivities:- Inventory of the open drains and wells at the investigated area.- Inventory of polluting sources at the open areas of the KIE.- Assessment of the contamination level at Lake NMK.- Assessment of the contamination level at the open areas of the KIE.- Assessment of the contamination level at industrial plots of the KIE.- Assessment of the contamination level at the downstream plains.

The following activities will be included in the aforementioned addendum:

- Complete site assessment industrial plots at KIE.- Field investigations phase January-February 2012.- Pre monsoon field investigations (April 2012): based on the results of the investigation

during the post monsoon period.

1.5. Used guidelines

This document is elaborated based on Dutch, Belgian and EPA/US guidelines for

environmental investigation of soil and groundwater quality, as well as for investigation ofaquatic sediments.


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1.6. Set-up of the report

Relevant data of the location (based on the results of task 0 and task 1) are summarized inchapter 2. Chapter 3 gives an overview of the field work activities (including objectives,sample plans and equipment). Chapter 4 describes the laboratory activities. Chapter 5deals with H&S aspects. And finally in Chapter 6 a time schedule and resource overview inis presented.

1.7. Quality system

This project has been carried out by the quality system of Witteveen+Bos (as lead companyof the associated Consultants) that is ISO 9001:2000 certified.


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2. GENERAL SITE DESCRIPTION

2.1. Introduction

In this chapter a short resume of the site description is presented based on the submitteddraft Inception Report and draft Preliminary Site Assessment Report. This preliminaryassessment in turn, is the starting point for the proposed field work and laboratory activitiesin chapters 3 and 4 Necessary H&S measures are discussed in Chapter 5.

2.2. Site description

The site can be divided into three areas:1. KIE2. Lake NMK3. plains (including surrounding lakes) to the west of Lake NMK

In figure 2.1 the site is shown. In the following sections for each area a general description

is presented.

Figure 2.1. Location

1. KIE2. Lake NMK3. Plains4. Railway line (Secundarabad - Kurnool)5. Hyderabad-Bangalore National Highway NH-76. Sewage Treatment Plant – STP (HMDA)

2.2.1. Lake NMK

Lake NMK is a small surface water body located in Katedan Industrial area ofRajendranagar municipality adjoining Hyderabad city. Geographically, the lake is situatedclose to the southern suburbs of Hyderabad City (78°26’ East longitude and 17°18’45’’North latitude). Its surface is approximately 6.2 ha and the lake has a present water depthof 2 - 3 m (shallow).

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3

45

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Figure 2.2. Lake Noor Mohammed Kunta

In topographic maps from the Survey of India (SoI), the water-spread area is measured as8.3 ha in 1975, which is reduced to 7.6 ha as reported in 2002. However the area of the

lake is also reported as about 13.6 ha in one of the other available reports. The depth of thelake ranges from 0.5 m in the edges to 3.5-4 m in the deepest part. Based on thehydrographic survey conducted by APERL, the area of the water spread in 1997 has beenestimated as 7.95 ha with a maximum depth of 3.9 m, a water elevation of +98.30 andlowest river bed level at RL +94.40. The total capacity of the lake at RL +98.30 has beenestimated as 0.1626 MCM (5.75 MCFT).

A single-lane broad railway line (Secundarabad-Kurnool) forms the eastern boundary of the

lake, whereas the western boundary of the lake is the Hyderabad-Bangalore NationalHighway NH-7. On the northern boundary of the lake is a big hillock, whereas open lands

with sparse habitation form the southern boundary of the lake. The Budwel railway stationis the nearest railway station about 200 m to the south-eastern side of the lake.

The areas to the south and south-east of the lake form the catchment of Lake NMK. The

lake catchment forms part of the catchment area of the Musi River. Lake NMK has twofeeder channels. The channel running from southern-south-eastern side and joining the

lake on the eastern side is the main feeder channel. The approximate length of this streamis about 1.6 km. The other channel joins the lake in the southern side and the length of the

stream is approximately 1.4 km. The two feeder channels separately enter the lake throughculverts under the railway at the eastern and southern sides.

2.2.2. KIE

The lake lies in the KIE. The KIE is set up to accommodate small/medium scale industrialunits by the Andhra Pradesh Industrial Infrastructure Corporation (APIIC). There is nopublic water supply in the area and the industries meet their water demand throughindividual arrangements. The land use of KIE is dominated by industrial, residential,commercial and institutional activities. In Figure 2.3 an overview of Katedan IndustrialEstate is presented.


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Figure 2.3. General view Katedan Industrial Area

In total approximately 550 industries are present in the KIE. Most of these are in small-midscale sector and are indicated as ‘green’ industries. The majority of contaminatingfactories (especially textile factories and lead extraction factories) were moved away in the90s. Most of the industries at the KIE discharge their effluent into nearby open ditches,

drains and streams (see figure 2.4). Solid waste is randomly dumped on open land alongroads and lakes (see figure 2.5). The industrial effluents contain appreciable amounts of

inorganic and organic chemicals.

Figure 2.4. Open drains at the KIE collecting the waste water of the differentfactories


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Figure 2.5. Uncontrolled solid waste

2.2.3. Plains downstream

The western boundary of Lake NMK is the Hyderabad-Bangalore National Highway NH-7.At the other side of this highway plains are encountered. A canal flows from the lake underthe highway towards the plains. Visually the plains consist of alluvium. At several places

bedrock appears at the surface. Figure 2.6 shows the plains at the Westside of Lake NMK.

Figure 2.6. Plains downstream

The plains stretch in western direction until the Devullama Cheruvu, Chilan Lake and MirAlam tank.

2.2.4. STP – HMD (including collector)

The domestic waste water originating from the residential areas in the surroundings passes

by a pipeline to the Sewage Treatment Plant (STP) (see Figure 2.7) located next to LakeNMK. The plant has a capacity of 4 MLD and HMDA operates the plant. It is estimated by

the Consultant and other stakeholders that between 25 and 50 % of this capacity iscurrently used.


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After treatment, the water is discharged into the lake. Available analysis indicate that thecontaminants in the discharged water do not exceed the permissible discharge limits put inplace for this plant (source: APPCB).

Figure 2.7. STP - HMDA

At the eastern boundary of Lake NMK a collector (with a pump station) is situated fordomestic waste water from the residential areas. Next to the collector a highlycontaminated area with stagnant water is situated. (contaminated with heavy metals,organics, inorganics and TPH) The area is fed by open drains containing waste water fromthe KIE and incidentally also with overflow water from the collector itself.

Figure 2.8. Flooded area – hotspot (highly contaminated) next to the collector

2.3. Geological and (geo)hydrological description

In general lithologic sections show topsoil followed by weathered rock and fractured rockunderlain by bedrock (see figure 2.10). Weathered zone thickness varies from ground level

until 10-15 m. The fracture zone has a maximum thickness of 35 m.

The groundwater occurs under phreatic conditions in the shallow weathered zone andunder semi confined to confined conditions in the fractured and sheared zones at deeperlevels.


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The groundwater level measured at the existing wells is at an average of approximately 8-10 m-bgl. Groundwater level contours show a predominant groundwater direction towardsthe Mir Alam Tank (north east, see figure 2.9). It should be mentioned that the groundwater levels and direction are influenced by local pumping conditions.

Analyses of sediments samples taken at other lakes in the surroundings (e.g.Patercheruvu, Nallacheruvu and Peddacheruvu) show that the combined silt and claypercentage is about 85-90 % at the bed level and 70-75 % with increase in clay content at0.9 m. The permeability of the lakebed sediments has been found to be varying between5.1•10-4 and 9.0•10-4 m/day.

Figure 2.9. Mir Alam Tank Watershed (including ground water and cross sectionA-A’)


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Figure 2.10. Geological cross section A-A’

2.4. History of the site

The KIE was developed by the APIIC during the 1980s. There is no information of earlierindustrial pollution of Lake NMK and the surrounding environment (groundwater). Upon thestart of industrial activities in the KIE, pollution of surface and groundwater was observed.The Agricultural University (located immediately downstream of Lake NMK) startedobserving problems with germination and development of some of the crops on theirresearch fields. They started measuring water quality and concluded that considerablepollution levels were present in the lake and groundwater, and since then filed severalcomplaints in order to force a solution. The KIE then consisted of various types of

industries, both ‘polluting’ and ‘non-polluting’1, including lead extraction facilities and textileindustries. During the first decade of this century, APIIC commenced a re-location of

polluting industries to other industrial areas, and this resulted in a slight reduction ofgeneral pollution levels over the last few years. At the moment it is claimed by industries as

well as APIIC that there are no polluting industries anymore operational in the KIE.Nonetheless, illegal waste dumping and uncontrolled discharge of polluted water still can

be observed. Once these uncontrolled and illegal activities have been stopped, the projectwill be foremost concerned with a remediation of historical contaminations.

2.5. Draft conceptual site model

Based on the site visits and the gathered documents a draft conceptual site model iselaborated using the source-pathway-receptor approach. This approach is used to identifythe possible risks of the observed contamination at Lake NMK and the KIE. Based on the

conceptual site model, the Sampling Protocol is elaborated. This Sampling Protocol will beused for the Assessment of Site Contamination Levels (task 3).

Below, the source of the pollution, the different pathways along which the contaminationcan migrate and the potential impact on the receptors are listed. Figure 2.11 shows ageneral cross section of the conceptual site model for the area (1. KIE; 2. Lake NMK and 3.downstream plains).

1 Although these terms are commonly used, there is no formal definition of a ‘polluting’ or a ‘non-polluting’ industry.


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Figure 2.11. General cross section of the conceptual site model for the area


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SourceThe source of the pollution is identified and described. All hazardous substances presenton site are considered as the source of pollution. The prime sources of pollution are:- Activities at KIE- (Solid) Waste dump site (illegal)- Waste water- Secondary sources of pollution

PathwaysThe potential routes along which the compounds off concern can migrate from the sourceof pollution to the different receptors are considered as the pathways of pollution. Todeterminate potential pathways, baseline data were collected that give information aboutthe migration of the pollution into soil, water and air. The pollution dispersion pathways are:- Air (smoke and dust) dispersion;- Surface water

- Storm water - run-off- Water collectors – drains

- Groundwater- Erosion of soil

- Plant uptake

ReceptorThe potential impact on receptors is evaluated. Receptors can be defined as functions,

organisms or water bodies that could be harmed by the pollutant. In this case the impact onreceiving water bodies (surface and ground water), humans, and ecology is evaluated and

assessed. If in addition to the above mentioned receptors other relevant receptors arepresent the potential impact of the pollution on these additional receptors is also evaluatedand assessed. Examples of other relevant receptors are among others archaeologicalsites, historical buildings and sites important for tourism. (Re)development activities can

also introduce new receptors in the coming years. When (re)development plans are knowthe impact on future receptors will be also addressed. Human and environmental receptorsare:- Human population and domestic animals of the area and wider regional area- Local flora and fauna- Lake NMK, regional water and river systems- Wind blown affected areas


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3. INVESTIGATION STRATEGY

3.1. International guidelines

To elaborate the sampling protocol and the investigation strategy several guidelines areused which are presented in table 3.1.

Table 3.1. Overview guidelines sampling protocol and investigation strategy

country code title

NEN5720 Investigation of the environmental quality of sediments.

NEN5717 Strategy for preliminary investigation prior to sediment

investigation.

NEN5740 Investigation of the environmental quality of soil and soil

lots.

the Netherlands

NEN5725 Strategy for preliminary investigation prior to exploratory

and main survey.

- Investigation of the environmental quality of sediments.

- Decree on soil remediation and soil protection (October11th, 2006).

Belgium

Investigation of the environmental quality of soil and

groundwater.

- Contaminated Sediment Remediation Guidance for

Hazardous Waste Sites - EPA.

USA

EPA/600/R-92/12 Preparation of Soil Sampling Protocols: Sampling

Techniques and Strategies.

3.2. Handbook Soil, Groundwater and Aquatic Sediment Survey

In a separate handbook the Standard Operational Procedures (SOPs) for Soil,

Groundwater & Aquatic Sediment Surveys are presented. This document is elaborated onthe basis of Dutch, Belgian and EPA/US guidelines for environmental investigation of soiland groundwater quality, as well as for investigation of aquatic sediments.

Aforementioned handbook is set-up in such a way that it can be expanded to cover anincreasing number of aspects of environmental, soil, groundwater and sedimentinvestigations. It is therefore a living document that can be expanded and amended, basedon experiences gained during both projects.

This separate handbook provides technical guidance for the Consultant’s field staff, theAPPCB and other relevant Authorities in order to: (a) ensure quality of sampling, (b) ensureuniformity, and (c) to allow for effective assessment of fieldwork quality.


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3.3. Step by step process

Main input:

Preliminary site assessment &Inception report

O k t o b e r – N o v e m b e r

2 0 1 1

Main input:

Pollution sources, siteassessments & selection of

possible hotspots

Main input:

CoCs, Inventory of wells, surfacedrains and common areas in the

KIE

P r e m o n s o o n - A p r i l 2 0

1 2

J a n u a r y - F e b r u a r y 2 0

1 2

INITIAL INVESTIGATION

INVESTIGATION PHASE II

INVESTIGATION PHASE I

Main output:Determine the critical

parameters; the Compounds ofConcern (CoCs)

Main output:Detailed assessment of pollution

sources

Main output:

Determine the main sources ofpollution and pollution levels

Direct input for:

(1) Final overall CSM for the KIE and Lake NMK and downstream plains &(2) CSMs for selected hotspots &

(3) Basis for remediation strategy and KIE management plan


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4. FIELD WORK PLAN

4.1. Introduction

Based on the international guidelines and the conceptual site model presented in chapter 2,a Sampling Protocol is elaborated to obtain more information on the different sources ofcontamination, the different pathways present and finally the most important receptorswithin the investigated area. Chapter 4 presents the field work activities (for the postmonsoon period) and chapter 5 the analytical tests of the Sampling Protocol.

The field work activities start with a first set of sampling. After these preliminary sampleshave been analysed, the Sampling Protocol will be finalised and further executed. Thebasic plan is described in this chapter. Sections 4.4 till 4.6 describe the field work activitieswhereas in chapter 6 a detailed overview is given of the field work activities in a tableformat.

Further, the sampling gear that will be used during the field investigation is explained. At

this stage of the project only manual sampling gear will be used. Based on the results ofthe activities in November 2011, it will be decided if mechanical gear is required.

4.2. Inventories

Before starting the field work activities, the following inventories have to be carried out:

- Present wells in the investigated area- Open drains in KIE

- Polluting sources open areas in KIE- Polluting activities at the industrial plots in KIE

4.2.1. Present wells in the investigated area

The preliminary site investigation showed 119 registered wells to be present within theproject area:- 98 bore wells equipped with electric submergible pumps- 14 bore wells equipped with hand pumps- 7 dug wells

Most of the wells equipped with submergible pumps are mainly used for industrial purpose,but some are also used for domestic purposes except the wells at the AgriculturalUniversity campus. All wells equipped with hand pumps and dug wells are for domesticpurposes. These wells will be used to investigate the groundwater levels and thegroundwater contamination in the area. Appendix III presents an inventory map for the

available wells.

4.2.2. Open drains in KIE

In KIE several open drains are present containing waste water from industrial and otheractivities at the estate. The following aspects of the open drains will be evaluated during theinventory:- Exact location

- Design and length- Flow direction of the water

- Type of drain- Visual contamination


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Based on the inventory of the open drains at KIE, surface water and sediments of the opendrains will be investigated (see paragraph 4.3). Appendix III presents an inventory map forthe open drains in the estate. This map is based on the inventory map of the open drainsreceived by the APIIC during task 1.

4.2.3. Polluting sources open areas in KIE

Several polluting sources are identified within the open (public) areas of KIE. During thesite visits of task 1. solid waste was found at many locations. Electrical transformers thatmay be a source of PCB contamination are present as well at KIE.

The aforementioned polluting sources will be inventorised on the following aspects:- Type of polluting source- Type of contamination- The exact location

- The amount of contamination

Based on the inventory of the polluting sources at KIE, a specific drilling program will beperformed (see paragraph 4.3). Appendix III presents an inventory map for this.

4.2.4. Polluting activities at the industrial plots at KIE

Approximately 550 plots are present at KIE. They have various kinds of activities. A list of

these activities is submitted in the Preliminary Site Assessment report.

The Consultant will train staff members of APPCB to perform site assessments of individualplots, as part of the capacity building program. The staff will be trained how to gather data,perform a site inspection and report the results. Furthermore, staff will be trained inassessing and evaluating the reported data for individual plots. Finally, staff will be trained

in site comparison and development of a priority list.

In November 2011 the staff will receive the training in site assessment methodology andapproach. In Appendix I a format of the checklist for site assessment of industrial sites atKIE is presented.

Per site, a short report will be prepared containing the results of the site assessment andevaluation. The standard field inspection report will be attached to this report.

A representative of the Consultant will perform a review of the site assessment progress inthe earlier stages of the work.

Once reports for the assessed plots are available, the Consultant will perform a final checkon a number of plots in the field. After this final check, senior staff members will comparesite assessment results and propose the final category and priority for each site (sitecomparison and development of a priority list). Aspects as historical and current activities,type of pollutant and amount of pollutant will form the criteria in order to prioritise theindustrial plots. As a result of the investigations the Client and the Consultant will be able toprepare a priority list of individual plots, resulting in a shortlist of plots where furtherinvestigation or remediation is deemed necessary.


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Based on the shortlist, several plots will be selected for which a sampling plan will beelaborated and implemented. These sampling plans are not yet included in this samplingprotocol and will be submitted in an addendum.

During the inception visit already two plots have been selected in consultation with APPCB.Based on the historical activities at KIE, the main polluting activities were textile factoriesand lead extraction factories. The factories were moved away and the sites are now eitherabandoned or used as storage place. Because of the historical aspects the two followingrepresentative sites haven been selected in consultation with APPCB to be included in thissampling protocol and the subsequent field investigation:- Plot nr. 44: former lead extraction factory- Plot nr. 46: former textile factory

A specific drilling program will be performed at these plots (see paragraph 4.4.3). InAppendix IV site investigation maps are submitted for both plots.

4.3. Topographic survey

During the field work activities at each drilling point, the X, Y, Z coordinates will be

determined by GPS. Based on these data the elevation at the investigated area will bedetermined.

At the moment of writing of this report the Consultant is verifying the licenses in order to

execute the topographic survey with an unmanned airplane, using a digital camera andsoftware to generate an ortho photo of the site and a digital terrain model.

4.4. Field work investigation at KIE

In this section a description is given of the field work activities at KIE. In chapter 6 a

detailed overview of the field work activities at the KIE is presented. Appendix IV presentsthe sampling plan.

4.4.1. Open drains

After the inventory of the open drains in KIE (see paragraph 4.2), a selection will be madeof the open drains that will be investigated based on following criteria:- Direction flow: flowing to Lake NMK- Level of contamination (visually)- Representativeness for KIE

In total approximately ten open drains will be selected where following investigation will be

performed:- Sampling surface water- Sampling sediments

4.4.2. Open areas

Public areas along the roads, hillocks and open spacesDuring the inventory (see paragraph 4.2) of the open areas, at several locations top soil

samples will be collected (approximately 0.5 m-bgl) along the roads, hillocks and openspaces. The exact locations of the drillings will depend on the results of the inventory, but

the focus will be directed towards the visually contaminated sources.


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After the inventory of the existing deep wells, in total four representative wells will beselected for groundwater sampling at the first aquifer. In order to assess the ground waterflow direction, the ground water level at the first aquifer will be measured. These deep wellswill be representative for the whole KIE area.

Stagnant water is present at the biggest hillock. A sample of this surface water will betaken.

Pool with stagnant waste water bordering the Collector pump unitNearby the Collector a low laying area with stagnant waste water is present. This stagnantwater is highly contaminated (visual monitoring). Based on the preliminary sampling, alsothe sediment is highly contaminated with heavy metals, organics and TPH. At the pool withstagnant water, the following activities will be performed in order to assess the level ofcontamination:- Sampling surface water

- Sampling sediments- Sampling plant material (plant uptake of pollutants - especially heavy metals

- Installation of two piezometers and subsequent ground water sampling: in order toassess the level of contamination in the ground water

When during field investigation visually contaminated samples are encountered, the

visually contaminated sample will not be mixed in the mixed sample, but will be separatelyinvestigated.

Downstream, along the border of Lake NMK four shallow piezometers will be placed in

order to verify if pollution is flowing from KIE to Lake NMK.

4.4.3. Industrial plots

As mentioned in paragraph 4.4. the investigation at the industrial plots is not included in thisSampling Protocol. Before investigation of the industrial plots, a site assessment will beexecuted by APPCB as part of the capacity building. A training program will be elaboratedby the Consultant, for field investigations at the following selected locations:- Plot nr. 44: former lead extraction factory- Plot nr. 46: former textile factory

Former lead extraction factoryIn order to assess the level of contamination, drillings will be performed at the former leadextraction factory. Due to the former activities it is to be expected that especially heavymetals are the pollutants of concern and will be present in the topsoil. In appendix IV asampling map is presented.

The sampling strategy is based on the NEN5740 (Dutch guidelines): “location expected tobe contaminated, contamination homogenous”. Because of very site specific conditions(shallow soil layer above rock layers) the amount of drillings, depth and the exact locationof the drillings are adapted to those conditions.

Former textile factoryIn order to assess the level of contamination a number of topsoil drillings (0.5 m-bgl) ( (in

total 7) will be performed at the former textile factory. The field investigation will especiallyfocus at the former waste water treatment plant. Three drillings until 0.5 m-bgl (topsoil) will

be placed here.


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The sampling strategy is based on the NEN5740 (Dutch guidelines): “location expected tobe contaminated, contamination heterogenous”. Because of very site specific conditions(shallow soil layer above rock layers) the amount of drillings, depth and the exact locationof the drillings are adapted to those conditions.

Due to the former activities it is to be expected that especially chlorinated solvents andheavy metals are the pollutants of concern. Based on the characteristics of these pollutantsof concern, it is expected that the heavy metals will be present in the top soil and in thegroundwater. Based on the characteristics of chlorinated solvents, it is expected that theyare mainly present in the groundwater and in the soil air (highly volatile). Regarding thegroundwater the chlorinated solvents have the tendency to migrate to the deepergroundwater layers due to their high specific density and can form there DNAPLs (densenon aqueous phase liquids). In order to assess the ground water contamination at thisstage one existing deep well will be selected and sampled. The obtained groundwatersample will be analysed. When during drilling chlorinated volatiles are detected, a soil air

sample will be taken. In appendix IV a sampling map is presented.

4.5. Field work plan at Lake NMK

In this chapter a description is given of the field work activities at Lake NMK. In Chapter 6 adetailed overview is given of the field work activities at Lake NMK. In appendix IV the

sampling plan is shown.

4.5.1. Sediment Lake NMK

Sampling strategy sedimentsThe most important aspects that have to be determined during the field investigation ofsediments are:- The amount of samples to be sampled and the amount of mixed samples

- The thickness of the layer(s) to be sampled- The sampling density- The Compounds of Concern (CoCs) to be analysed

The sampling strategy depends on the objective of the investigation, the type of waterbodyand the investigation effort. These aspects are determined during phase 1.

As well as a variety of water bodies and its different characteristics, there is a variety ofsampling strategies described in international guidelines. For Lake NMK the samplingstrategy “water bodies, non-linear and normal investigation effort ” is applicable (table 4.1.-Dutch guideline NEN5720). In table 4.2. the sampling strategy is submitted for sedimentsampling at Lake NMK.

Table 4.1. Sampling strategy waterbodies, non-linear and normal investigationeffort (e.g. Lake)

Strategy Activities

Amount of subareaa)

A xam 2=

where:

A the total surface area of the location in ha

am the amount of subarea

Amount of drillings 6 per subarea


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Strategy Activities

Maximum length of the subarea Not applicable

Layer to be sampled - The layer to be dredged;

- Contaminated sediment layer;

- The non-contaminated layer (approximately until 50 cm below the

contaminated sediment layer)

Compounds of Concern - CoCsb) - Dry matter

- Organic matter

- Clay fraction

- TPH

- PAH

- Heavy metals

- PCBs (polychlorinated biphenyls) and OCPs

(organochloropesticides)a)

For each subarea minimum 1 mixed sample for analysisb) Applicable in the Netherlands, Belgium and USA, for Indian sediment investigations the CoCs still have to be

determined

Table 4.2. Sampling strategy Lake Noor Mohammed (total surface area of 6.6 ha)

Strategy Activities

Amount of subarea 6.62 xam =

where:

A the total surface area of the location in ha

am the amount of subarea

am = 5.13

Amount of drillings 6 per subarea: 6 x 5.13 ≈ 32 drillings

Maximum length of the subarea Not applicable

Layer to be sampled Based on the available data of the Lake NMK sampling is carried

out at two depths:

- Sediment (appr. 0-20 cm thickness);

- Soil layer below the sediment

Minimum amount of mixed samples 5

Compounds of Concern - CoCs - Dry matter

- Organic matter

- Clay fraction

- TPH

- PAH

- Heavy metals


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Spatial distribution of subareas and drilling pointsBefore the field work activities, a sampling map has to be elaborated where the locations ofthe drilling points are visualised. Before the drilling points are located, the spatialdistribution of the subareas have to be elaborated. It’s preferable that the subareas areequal in size, but this depends on the characteristics of the waterbodies. The drilling pointsare placed in a grid with an equal distribution pattern (e.g. cross sections). It is important tomention that based on the results of the site assessment (see Chapter 2) the positions ofthe sampling pattern is finally selected. This means that with motivation the equallydistributed pattern doesn’t have to be followed.

Field work activitiesBy means of a pontoon (see figure 4.3.) and a piston sampler, sediment sampling will beperformed in a grid of approximately 50 m by 50 m. The sampling strategy and theproposed grid provide a basis to obtain five longitudinal and six latitudal cross sections.Based on the cross sections, the total volume of (contaminated) sediment present at Lake

NMK will be estimated. In total the lake will be divided in four quadrants based on the sitespecific conditions.

Drilling will be performed until about 0.5 m below the contaminated sediment. It is expected

that two consecutive layers are present:- A contaminated sediment layer formed during the polluting activities in the 1990s.

- The original sediment/soil layer.

These two layers will be sampled and analyzed (including the width of each layer). Whenduring field investigation visually contaminated samples are encountered, the visually

contaminated sample will not be mixed in the mixed sample, but will be separatelyinvestigated.

Special attention will be given to the area direct downstream of the spot with the stagnant

highly contaminated water in KIE. At the Lake NMK separate samples will be taken to verifyif there is an influence from the stagnant water in KIE on the sediment and water quality ofLake NMK.

Furthermore it is expected that at the outlet of the STP more sediments will be present thanthe rest of Lake NMK, although in minor levels because the STP has been opened in 2009.

4.5.2. Surface water

At three different places of Lake NMK the surface water will be sampled at two differentdepths, at the surface and at a deeper depth just above the sediments.

4.5.3. Drillings

Along the shores of Lake NMK several drillings will be placed to a depth approximately 2.0m-bgl in order to assess the level of the contamination at the boundaries of Lake NMK.

4.5.4. Groundwater

After the inventory of the present deep wells, one representative well will be selected for

ground water sampling at the first aquifer. In order to assess the groundwater flowdirection, the groundwater level at the first aquifer will be measured.


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At the border with KIE two shallow piezometers will be placed in order to verify if pollution isflowing from KIE to Lake NMK. At the border with the downstream plains two shallowpiezometers will be placed in order to verify if pollution is flowing from Lake NMK to theplains downstream. Based on preliminary sampling, the water level is to be estimated atapproximately 1.0 m-bgl.

4.5.5. In- and outlets

Surface water samples will be taken in order to investigate the water quality of the twoinlets to Lake NMK, one coming from the STP (outlet STP) and one coming from aresidential area. The water quality of the outlet has been already analysed during thepreliminary sampling.

4.5.6. Covered dumpsite at the south western part of Lake NMK

Estimated amount of solid waste present and level of contaminationIn the past a part in the southwest of Lake NMK has been filled by solid waste (uncontrolled

dump site). After the dumping activities, the dumpsite has been covered with a soil layerand the STP has been constructed. Five drillings will be carried out in order to estimate the

type and quantity of waste and pollution present.

GroundwaterIn order to investigate the influence of the covered dump site on the water quality of Lake

NMK, a piezometer will be placed between the waste dump and the lake in order to identifythe groundwater quality.

4.6. Field work investigation at plains downstream

An open drain originating from Lake NMK passes the plains downstream. This open drain

is the main pathway towards the plains downstream and will be at this stage investigated.

4.6.1. Sediments

By means of a piston sampler, sediment sampling in the open drain will be performed atfour different locations. Drilling will be performed until at least 0.5 m below thecontaminated sediment. It is expected that three consecutive layers are present:- A highly contaminated sediment layer formed during the polluting activities in the

1990s.- The original sediment/soil layer.

These two layers will be sampled and analyzed (including the width of each layer).

4.6.2. Surface water

At four different places in the open drain, the surface water will be sampled and analysed toverify the water quality and the influence of Lake NMK.

4.6.3. Groundwater

Four representative wells will be selected for groundwater sampling at the first aquifer. Inorder to assess the groundwater flow direction, the groundwater level at the first aquifer will

be measured. These deep wells will be representative for the whole KIE area.


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At the border with Lake NMK two shallow piezometers will be placed in order to verify ifpollution is flowing from Lake NMK to the plains downstream. Furthermore two shallowpiezometers will be placed along the open drain to assess the potential influence of thepollutants at the open drain.

4.7. Investigation carried out by APPCB

4.7.1. Water quality of inlets Lake NMK

One of the crucial preconditions before carrying out the remediation activities is that thewaste water coming from KIE is collected and treated before discharging the water intoLake NMK.

As known the STP of HMDA is present and can be used for treatment of the waste watercoming from KIE. In order to design the treatment of the waste water, APPCB will verify the

quality of the waste water coming from the open drains in KIE by analysing the water onseveral indicative parameters (pH, Total Suspended Solids, Total Dissolved Solids,

Chlorides, Sulphates, COD, BOD and heavy metals).

APPCB is recommended to assess and evaluate the proper functioning of the STP throughmonitoring and measuring.

4.7.2. Bio monitoring

In order to evaluate the results of the remediation activities (task 6) biological life will be

monitored before and after the remediation. Therefore several plant species,phytoplankton, crustacean and invertebrates will be monitored carrying out laboratoryactivities and ecological studies on site.

4.8. Handling of samples

In the separate document presenting the SOPs the appropriate handling of samples ispresented.

Soil and sediment samplesSamples which are collected with the piston sampler or the auger will be spread out onplastic sheets or a plastic gutter where separation of soil or sediments takes place. Thesample will be marked with references to the place where the sample was taken. Fromevery sample a borehole description will be made according the field work form as shownin appendix VI. Cross contamination will be prevented by cleaning used equipment afterevery sampling with clean tap water from jerry cans.

Other samplesGroundwater, surface water and plant samples will be marked with reference to the placewhere the sample was taken. A visual description of each sample will be made. Thesamples will be put into bottles or plastic bags.

Storage and transportationThe samples which are collected will be stored and cooled preferably in a refrigerator at

temperatures of 4-8 ºC. The collected samples in the field will be temporarily stored in coolboxes for transport to the storage facilities. The samples will be transported to the

laboratory in weekly batches.


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4.9. Field work gear

During the field work gear will be used as shown in table 4.3. Figures 4.1 and 4.2. presentthe sampling gear for manual drilling is presented (piston sampler and auger). At this stageonly manual drilling will be performed and no mechanical drilling.

Table 4.3. Field work activities

1. Sampling gear

Auger (manual drilling and soil sampling) (see figure 4.2.)

Piston sampler (sediment sampling) (see figure 4.1.)

Pumping device (ground water sampling)

2. Handling samples

Sediment / soil containers (bags/bottles)

Buckets for mixing samples

Plastic (several m²)

Cooling device for samples

Half pipe

3. Measure instrumentsMeasure device water level Lake NMK

Measure device water level Piezometers/Wells

GPS system

Measuring tape / rule

4. Others

Pontoon (see figure 4.3.)

Figure 4.1. Piston sampler - sediment sampling


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Figure 4.2. Auger shallow drillings

Figure 4.3 presents the pontoon is presented which will be used during the field workactivities at Lake NMK.

Figure 4.3. Pontoon - investigation Lake NMK


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5. LABORATORY PLAN

5.1. Introduction

In this chapter the laboratory activities are described for the post-monsoon period. Thedifferent labs that will be used for the analyses are defined and also when the differentlaboratories will be used. The main part of this chapter is dedicated to the analysis programfor KIE, Lake NMK and the downstream plains.

5.2. Laboratories

The samples will be analysed by different laboratories as presented in table 5.1. The Indianlaboratories are acknowledged by MoEF. The international laboratories are NEN-EN-ISO/IEC 17025 accredited. In appendix II an overview is given of the certificates foraccreditation of the different laboratories.

Table 5.1. Overview laboratories

Laboratory Address Accreditation AnalysisVimta Lab M/s. Vimta Labs Ltd.

142, Industrial

Development Authority,

Cheralapally

Hyderabad - 500 051

National Accreditation Board for

Laboratories

MoEF (see appendix II)

Heavy metals (Pb, Cd, Cr, Zn, Hg,

Cu, Ni, As), mineral oil, chlorinated

solvents, PAH, pH, Conductivity,

TSS, TDS, Cl, SO4, PO4, NO3,

COD, BOD, DO, oil and grease

Analytico

Environment

PO Box 459

NL-3770 Barneveld

AL -Netherlands

NEN-EN-ISO/IEC 17025 (see

appendix II)

- All above mentioned

parameters: cross-verification /

split samples;

- TerrAttest (see below);

- Pesticides, PCBs and OCPs.

Vimta LabFor the majority of the samples and the parameters either Vimta Lab in Hyderabad orEurofins in The Netherlands will be used. Vimta Lab is acknowledged by MoEF as agazette laboratory under the Environment Protection Act. Eurofins is a Dutch accreditedlaboratory.

Analytico Environment - EurofinsFor the purposes of ensuring cross-verification of selected results, various samples will beanalysed by Analytico Environment (Eurofins) in the Netherlands. Analytico Environment

(Eurofins) is NEN-EN-ISO/IEC 17025 accredited.

Also this laboratory will be used in order to analyse the samples on TerrAttest®.

TerrAttesT® offers a complete soil research formula, giving the possibility of issuing well-founded statements concerning the nature and degree of environmental contamination insoil and water samples. For TerrAttesT® the laboratory Eurofins Analytico environmental

research laboratory uses the most advanced analytical techniques for the directquantitative measurement of over 200 chemical compounds(characterisation parameters,

metals, aromatic compounds, phenols, PAH, volatile halogenated hydrocarbons,chlorobenzenes, chlorophenols, PCB, other chlorohydrocarbons, pesticides, herbicides and

fungicides and TPH). Additional testing due to the results of screening parameters istherefore no longer required.


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APPCB Central LabIn agreement with APPCB, the laboratory activities during Task 3 (Field investigation) willnot be performed by APPCB Central Lab (see Inception Report). The APPCB Central Labwill work independently, collecting samples (also split samples) and analysing thesesamples during the field investigation (task 3) in order to verify the results of theConsortium. Furthermore the APPCB Central Lab will carry out following specificinvestigations:- Water quality inlet 2 - KIE- Biomonitoring

The results of these investigations will be included in the reports which the Consultant willprepare in task 3 (Site investigation report) and task 4 (Remediation plan).

5.3. Analytical program

In chapter 6 an overview is given of the analytical program for the initial investigation phase(November 2011). The analytical program for the next investigation phases (year 2012) will

be elaborated based on the analytical results of the initial investigation phase.


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6. DETAILED SAMPLING AND ANALYSIS PROGRAMME

Coding samples

explanation drilling activity / sampling code

shallow drilling and soil sampling S

piezometer and shallow ground water sampling P

(deep)well and first aquifer sampling DW

sediment sampling SS

surface water sampling SW

mixed sample MS

In this chapter 6 the total overview of the field work activities for the initial phase (November2011) and for the next phases (year 2012) is submitted.


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SamplesPhase Zone Sampling equipment

Type Numbers (M

Lake NMK- Pontoon- Sample bottles (prepared)

Surface water At two depths:

SW2-1 till SW2-3

SW2-4 and SW2-5

(near two inlets)

Lake NMK - Manually operated pistonsampler

- Pontoon- Sample jars

Aquatic sediment SS2-1 till SS2-32 Se

sam

Lake NMK - Mechanically operated augerdrill or- Manually operated ‘Edelman-

drill’ and- Possible piston sampler- Piezometer material- Sample bottles (prepared)

Groundwater At the dumpsite nearthe STP:

P2-1

At the side of the KIE:

P2-2 and P2-3

At the downstream

side:

P2-4 and P2-5

Lake NMK - Making use of existing wells

and boreholes- Sample bottles (prepared)

Groundwater DW2-1

Initial

Investigation

(November

2011)

Lake NMK - Mechanically operated augerdrill or

- Manually operated ‘Edelman-drill’

Soil At the dumpsite near

the STP:

S2-1 till S2-5


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Witteveen+Bos, IND50-1 draft version 01 dated November 1, 2011, Development of Sampling Protocol, Consultancy SerVIces for Remediation of Noor Mohammad Kunta, Kattedan IndusAndhra Pradesh

- Sample jars

Around the lake

(fringes):

S2-6 till S2-10

KIE; common areas;

groundwater

- Making use of existing wellsand boreholes

- Sample bottles (prepared)

Groundwater DW1-1 till DW1-3

KIE; common areas; stagnant

water

- …- Sample bottles (prepared)

Surface water SW1-3

KIE; surface water drains - Manually operated pistonsampler

- Sample jars

Aquatic sediment SS1-4 till SS1-10

KIE; surface water drains - …- Sample bottles (prepared)

Surface water SW1-4 till SW1-10

KIE; surface water drains;

nearby the Collector


Surface water SW1-1 and SW1-2



- Manually operated pistonsampler

- Sample jars

Aquatic sediment SS1-1 till SS1-3 Se

sam



- Mechanically operated augerdrill or

- Manually operated ‘Edelman-drill’ and

- Possible piston sampler

Groundwater P1-1 and P1-2


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- Piezometer material- Sample bottles (prepared)

Downstream plains (at AU

premises)


- Possible piston sampler- Piezometer material


Groundwater Upstream; at the side

of the NMK:

P3-1 and P3-2

Nearby the open

drain:

P3-3 and P3-4


premises)

- Making use of existing wellsand boreholes


Groundwater DW3-1 and DW3-2

Downstream drains (at AU

premises)


- Sample jars

Aquatic sediment SS3-1 till SS3-4


premises)


Surface water SW3-1 till SW3-4

KIE; common areas - Mechanically operated augerdrill or


- Sample jars

Soil S1-1 till S1-60

KIE; common areas;

groundwater

- Make use of existing wells andboreholes


Groundwater To be determined

Investigation

phase I

(January-

February 2012)

KIE; common areas; stagnant - … Surface water To be determined


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Water - Sample bottles (prepared)


- Sample jars

Aquatic sediment To be determined


Surface water To be determined

KIE; surface water drains;nearby the Collector

- …- Sample bottles (prepared) Surface water To be determined




- Sample jars






- Possible piston sampler- Piezometer material- Sample bottles (prepared)


KIE; selected hotspots - Mechanically operated augerdrill or


- Sample jars

Soil At textile factory: S1

till S7

At lead factory:

S1 till S3




Groundwater At textile factory:

DW1-4


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premises)


- Sample jars

Soil To be determined


premises)





premises)


- Sample jars


Downstream lake (at AU

premises)




KIE; common areas - Mechanically operated augerdrill or


- Sample jars


KIE; common areas;

groundwater





KIE; common areas; stagnant

water




- Sample jars











- Sample jars


Investigation

phase II

(April 2012)






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- Manually operated ‘Edelman-

drill’- Sample jars







premises)


- Sample jars



premises)


- Possible piston sampler- Piezometer material




premises)


- Sample jars


Downstream lake (at AU

premises)





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Analytical program mixed samples the initial investigation phase (November 2011)

When during field investigation visually contaminated samples are encountered, the visually contaminated samplebut will be separately investigated.

Zone (Mixed)

samples

Sample

type

Sample number including depth (m-swl or m-bgl) Motivation

MS1 Aquatic

sediment

SS2-2, SS2-7, SS2-13 Mixed sludge sample second quadrant

STP, water depth 3-4 meter, no dist

observed

MS2 Aquatic

sediment

SS2-6, SS2-11, SS2-12 Mixed sludge sample second quadrant

STP, water depth 1-2 meter, no dist

observed

MS3 Aquatic

sediment

SS2-3, SS2-8, SS2-9, SS2-15 Mixed sludge sample first quadrant n

plains downstream, water depth 3-4

distinct layers observed

MS4 Aquatic

sediment

SS2-5, SS2-10, SS2-14, SS2-16 Mixed sludge sample first quadrant n

plains downstream, water depth 2-3


MS5 Aquatic

sediment

SS2-17, SS2-18, SS2-19 Mixed sludge sample third quadrant

southwest corner, water depth 1-2


MS6 Aquatic

sediment

SS2-24, SS2-25, SS2-29 Mixed sludge sample third quadrant

southwest corner, water depth 0-1


Lake NMK

MS7 Aquatic

sediment

SS2-21, SS2-22, SS2-27, SS2-32 Mixed sludge sample fourth quadrant

stagnant water KIE, water depth 2-3



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MS8 Aquatic

sediment

SS1-2, SS1-3 Mixed sludge sample (first layer) stagna

near collector

KIE

MS9 Aquatic

sediment

SS1-2, SS1-3 Mixed sediment sample (second layer)

water near collector

clarification layers:

water depth 0-1 m

water depth 1-2 m

water depth 2-3 m

water depth 3-4 m


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7. HEALTH & SAFETY PLAN

7.1. Standard procedures

7.1.1. Introduction

The safety and hygienic measures will be carried out in accordance with the Dutch safetyguidelines for field work investigation.

7.1.2. Training

When people first come to the site, they receive information about the site hazards and thesteps that have been taken to control the risks. All employees have to be competent andtrained for the job. They have to use agreed methods to do the work en use suitable andsafe equipment.

Before starting the field work investigation a brief training will be given to each member of

the field team and to the people of the APPCB. A document for the training will besubmitted by the Consultant at the start of the field investigation.

7.1.3. Toolbox meetings

Before starting each new day of field work, a toolbox meeting will be carried out by the

leader of the survey team. During these toolbox meetings safety procedures will beexplained to each member of the field team. Also discussions will be performed to improve

the health and safety aspects during the field investigation. A format of the toolbox meetingis shown in appendix VI. Also the format for the register of attendance for each working dayis submitted in appendix VI.

7.1.4. Job safety analysis - JSA

A Job Safety Analysis (JSA) is a method that is used to identify, analyze and record thesteps involved in performing for the investigation activities, the existing or potential safetyand health hazards associated with the investigation activities, and finally therecommended action(s)/procedure(s) that will eliminate or reduce these hazards and therisk of a workplace injury or illness.

7.2. Health & Safety risks

In table 7.1 a complete overview is given of the most important health and safety riskswhich are present at the investigated sites. Subsequently for each health and safety risk,

an overview is given of the preventive and mitigating measures.


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Item Comments Preventive measures during field work activities

Climate conditions The main issue is the sun and the warmth.

During the investigation on Lake NMK, the sun

rays will be reflected by the water so the effect

will be enhanced.

- Awareness is very important. Each toolbox meeting (carried out ea

before starting the field work activities) will be focused on the awaren

the specific climate conditions

- Sun protection (sun block and a hat)

- The field work activities will start as early as possible (approximately

06.00 am)

- Sufficient breaks

- Sufficient shade will be provided by placing a refugee

- Drinking water will be present

Language and

awareness

Working with people with multiple nationalities - Safety instructions translated at least in English

- Check if fieldworker understands the given safety information by

questions. With safety site-inspections management is able to ve

working method and the use of needed safety measures and ppe


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7.3. Health & Safety gear

7.3.1. Introduction

Based on the abovementioned health and safety risks in this chapter a brief description ofthe health and safety equipment is described to prevent contact with pollutants. Thischapter has the following subdivision:- Standard personal health and safety gear - PPE- Specific health and safety gear

7.3.2. Standard personal safety gear and hygiene

During the field work every team member will be wearing his / her personal protectionequipment (PPE). This personal protection equipment consists of:- Safety boots / shoes

- Safety glasses- Safety helmet

- Gloves- Overall

Water and soap will be on site for hygienic purposes. Everyone who works on the site must

have access to adequate toilet and washing facilities, a place for preparing and consumingrefreshments and somewhere for storing and drying clothing and personal protective

equipment.

Welfare facilities should be easily available to people working on the site. Toilets need to beeasily accessible from where the work is being done. Washing facilities should be as closeas possible to the toilets.

7.3.3. Specific safety gear and hygiene

During the field work several specific health and safety gear will be present at the site andwill be used when necessary, This equipment consists of:- Respiratory protection: cup-shape respirator- Life saving vests: to be used during the investigation at Lake NMK

7.3.4. Respiratory protection

Wind can occur during the site investigation. During the dry season this can provoke dust.When blowing of dust is visible the fieldworkers have to wear a cup-shape respirator.

7.4. Emergency plan

7.4.1. Emergency calls

In case of emergency during the field work activities, an emergency call will be performedThe 108 Emergency Response Services is a free 24/7 emergency service for providingintegrated medical, police and fire emergency services. The service is provided in PublicPrivate Partnership between State Government and GVK Emergency Management and

Research Institute.


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When an emergency is reported through 1-0-8, the call taker gathers the needed basicinformation and dispatches appropriate services. Basic information obtained includes:- Where the call is placed from (District/Mandal/City/Town/exact location/landmark)- The type of emergency- The number of people injured and the condition of the injured- The caller’s name and contact number – for location guidance if required

Emergency help dispatched through this process is expected to reach the site of theemergency in an average of 18 minutes. Pre-hospital care will be given to patients beingtransported to the nearest hospital.

Table 7.2 shows other relevant phone numbers.

Table 7.2. Relevant phone numbers in case of an emergency

Police 100 or 2611

Medical 102,1298,108,112,2611

Fire 101 or 2611

7.4.2. Hospitals and ANGR Agricultural University

In the centre of Hyderabad hospital Nizam Institute of Medical Sciences, Erramanzil will beused in case of mayor injuries. It takes approximately 1 hour to get to the hospital. When a

snake bite occurs, the fastest way to get an antidote is to contact the Acharya NG RangaAgricultural University. The University has anti venom and in less then 15 minutes

(depending on the exact location when the investigation takes place) an antidote can begiven.

During the field investigation a route map for evacuation will be present at the siteindicating the fastest way to got to the hospital or the university.

Table 7.3. Relevant phone numbers hospitals and ANGR Agricultural University

Hospital in Hyderabad city Nizam Institute of Medical Sciences,

Erramanzil

+91 40-23489000

Care Hospital, Banjara Hills

Sarojinidevi Eye Hospital, Mehadipatnam

+91 40-23608262

Acharya NG Ranga Agricultural University (special for anti

venom)

- Dr. K. Jeevan Rao;

- Dr. S.A. Hussain.

+91 99 480 43 048 (cell)

+91 98 49 28 16 08 (cell)

7.4.3. First aid kit

During the field investigation a first aid kit will be always present for treatment of minorinjuries. The first aid kit includes adhesive bandages, regular strength pain medication,gauze and low grade disinfectant.


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7.5. Registration

Each day a daily report will be developed with following dates:- Names of field workers- Time of start and end of field work investigation- Climate conditions (like estimated temperature, wind direction and speed)- Conducted activities

In appendix VI an example of a daily report is enclosed.


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8. WORK SCHEDULE AND PEOPLE INVOLVED

8.1. Time schedule

For the initial phase the sampling will start on November 1, 2011. The duration of thesampling is estimated at 14 working days. For a more detailed time schedule of the initialphase please see Table 8.1. For the next investigation phases (carried out in 2012) adetailed time schedule will be submitted to the Client.

Table 8.1. Time schedule

Working day 1 2 3 4 5 6 7 8 9 10 11 12 13 14

Preparations start work X

Inventory:

existing wells

open drains KIE

polluting sources open

areas KIE

X X X

Field work investigation KIE X X X XField work investigation

Lake NMK

X X X

Kattedan Industrial Area Remediation Plan

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